QUESTION 33 A simply supported steel beam with two eccentric loads as shown in the figure…

QUESTION 33 A simply supported steel beam with two eccentric loads as shown in the figure (17) below. The second moment of area of the beam section about the neutral axis is ( 1-0.201 x 10 mm). And the modulus of elasticity (E 207 GPa) Al dimensions in mm), Answer (Question 33-Question 361 3.5 kN 2.1 kN E 207 x 10″ Pa 300. Figure (17) The support reaction at point A in the y direction (RAy):(CLO6) (a Point) 2.71 KN 3.72 KN 4.88 KON QUESTION 34 The support reaction at point B in the y- direction (Ray):(CLO6) & Point) 2.72 KN QUESTION 35 150)-2.1r300).using Successive integration method, Evalunte El y(x(CLO6) (4o Points) Ifthe moment Equation is given by: M -2.71x -3.5 x3-2(x-2),-1.33x El y(x)- El yx)- 8x +216x .Elya)-부x, Yu-150).-Yu-300),-40671 88x QUESTION 36 Evaluate the deflectiony) in mm, at [x-15omm) from support A: (CLO6) (3.o Points) 05121 mm 04421 mm 0.1722 mm 4.1368 mm